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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.9 LAccepted-Finance 65 24 IRUMATHIL COMPLEX MAIN ROAD THAZHATHANGADI KOTTAYAM 686001 | KOTTAYAM | KERALA | 686001 | ₹71.9 L | L1 | Accepted-Finance Lowest |
| 2 | L2₹72.2 LAccepted-Finance | ₹72.2 L | L2 | Accepted-Finance 2nd Lowest |
| 3 | L3₹75.2 LRejected-Finance | ₹75.2 L | L3 | Rejected-Finance 3rd LOWEST |
| 4 | L4₹76.6 LRejected-Finance | ₹76.6 L | L4 | Rejected-Finance 4th LOWEST |
| 5 | L5₹79.6 LRejected-Finance | ₹79.6 L | L5 | Rejected-Finance 5th LOWEST |
| Sl No | Description | Qty | Unit | M S HARIHARAKUMAR L4 | Pradeepkumar.K L2 | V C AJI KUMAR L5 | Jomon joseph L3 | K M YOHANNAN L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Building Proper | ||||||||
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 347.58 | cum | 300 ₹1.0 L | 195 ₹67,778.69 | 350 ₹1.2 L | 329 ₹1.1 L | 315.92 ₹1.1 L |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 30.63 | cum | 300 ₹9,188.70 | 10 ₹306.29 | 350 ₹10,720.15 | 120 ₹3,675.48 | 115 ₹3,522.34 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 26.53 | cum | 7,500 ₹2.0 L | 7,139 ₹1.9 L | 7,800 ₹2.1 L | 7,258 ₹1.9 L | 6,980 ₹1.9 L |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 12.76 | cum | 8,000 ₹1.0 L | 7,713 ₹98,433.31 | 8,550 ₹1.1 L | 7,840 ₹1.0 L | 7,540 ₹96,225.48 |
| 1.00 | OD276625/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 340 kg/ cum. Excess cement used as per design mix is not payable separately. All work upto plinth level | 204.57 | cum | 9,800 ₹20.0 L | 10,978 ₹22.5 L | 9,900 ₹20.3 L | 10,042 ₹20.5 L | 9,351 ₹19.1 L |
| 1.01 | OD276626/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 340 kg/ cum. Excess cement used as per design mix is not payable. All work above plinth level upto floor V level | 73.75 | cum | 12,000 ₹8.9 L | 11,711 ₹8.6 L | 12,580 ₹9.3 L | 11,673 ₹8.6 L | 11,227 ₹8.3 L |
| 1.01 | OD281814/2025-2026:Providing and laying 1200g polythene sheet (overlap at joints should be 100mm wide) for water
proofing treatment to RCC structure like plinth beam, grade slab etc | 219.69 | sqm | 60 ₹13,181.40 | 10 ₹2,196.90 | 65 ₹14,279.85 | 55.54 ₹12,201.58 | 53.68 ₹11,792.96 |
| 1.01 | OD281815/2025-2026:Applying water proofing treatment to foundation structures using Dr.Fixit bitufix solution two
or more coats @ 1 sqm/kg as per manufacturer's instruction | 219.69 | sqm | 100 ₹21,969 | 50 ₹10,984.50 | 105 ₹23,067.45 | 135 ₹29,658.15 | 145 ₹31,855.05 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 253.02 | sqm | 350 ₹88,557.35 | 348 ₹88,051.31 | 390 ₹98,678.19 | 353 ₹89,316.41 | 339 ₹85,774.12 |
Tender Value
₹82.2 L
EMD Value
₹50,000
Closing Date
21 Mar 2026, 3:00 pmClosed
Executive Engineer
Office of the Executive Engineer PWD Buildings Division Alappuzh
GENERAL CASP New Block Construction of a new academic block at the IHRD College of Applied Science Perissery Chengannur General Civil Work
2026_PWD_847567_1
PWD/BLDG/TR/6506/2023_23_1_1/2
Open Tender
Civil Works - Buildings
365 days
Alappuzha
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
9 Jun 2026
13 Mar 2026
24 Mar 2026
13 Mar 2026
21 Mar 2026
13 Mar 2026
Building Proper
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
OD276625/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 340 kg/ cum. Excess cement used as per design mix is not payable separately. All work upto plinth level
OD276626/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 340 kg/ cum. Excess cement used as per design mix is not payable. All work above plinth level upto floor V level
OD281814/2025-2026:Providing and laying 1200g polythene sheet (overlap at joints should be 100mm wide) for water proofing treatment to RCC structure like plinth beam, grade slab etc
OD281815/2025-2026:Applying water proofing treatment to foundation structures using Dr.Fixit bitufix solution two or more coats @ 1 sqm/kg as per manufacturer's instruction
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
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